SITC of Solar Lights in various dark areas falling within JMC limits.

Supplying, installation, Testing & Commissioning of the integrated type solar PV lighting system on the existing pole structure, comprising of 35 watt, 6V Mono Passivated Emitter and Rear Contact (PERC) Solar Panel (minimum efficiency 21%),, Pulse with modulation (PWM)/Maximum Power point tracking (MPPT) Charge Controller in the box with a sleek appearance and a sturdy structure, is weather-proof, and is simple to install, with Lithium-Iron Phosphate Battery (LiFePO4), charging time 8-10 hours, Battery backup time 12 hours (minimum), LED fixture watt 35 watt, Input voltage: 12V DC , Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%, IP-66,IK-08, CRI >70 , under voltage and over voltage protection, Electro Magnetic Interference (EMI) Electro Magnetic Compatibility (EMC) As per CISPR 15 , lenses for beam angle as per Illuminating Engineering Society of North America (IESNA) type I/II/III as per the width of the road and the project requirement, Correlated Colour Temperature (CCT) 5700°K (As per American National Standard Institute (ANSI Bin)), life time (LED, Driver & electrical circuitry) of 50K hours lamp buring hours till the 70 % of initial Lumen maintained as per LM80 extrapolation IES TM-21-11 report, automatic swich on/off, Alliuminium or Acrylonitrile Butadiene Styrene (ABS body), can be installed on a pole or wall. System lumen efficacy >120 lm/Watt output. LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. All as per pre approved by Engineer in-charge complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required, complete with mounting structure for the battery, Earthing and other accessories suitable for withstand wind storm speed as per the site location. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). 35 Watt (System lumen efficacy >120 lm/Watt)

Providing and Fixing of 80 mm dia, G.I. pipe (medium class) 33 x 7 Mtr.=231 Mtr

Earthwork in Excavation by manual means in trenches , foundations not exceeding 1.5m in width. Shafts, wells and the like not exceeding to 10sqm on plan including dressing of sides and ramming of bottoms. 33 x 3.50x 3.50x 3.625=1465.40 cft 41.50 Cum.

Removal of Mulba from site 41.50 Cum. @ of 80% =33.20 Cum.

P/L in position Cement conc. 1 cement: 4 fine sand: 8 graded crushed stone agg 40 mm excluding the cost of centring & shuttering all work upto plinth level. 33 x 3.50x 3.50x 0.25=101.06 cft 2.86 Cum.

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centring, shuttering, finishing and reinforcement.1:1½:3 33 x 3 x 3 x 3.5=1039.5 cft 29.43 Cum. 33 x 2 x 2 x 1.6=211.2 cft 5.98 Cum.

Centering and shuttering including strutting, propping etc. and removal of form for: foundation 4 x 3 x 3.25 =39 Sft 4 x 2 x 1.5 =12 Sft 51x33= 1683 Sft 156.42 Sqm

Supply and Installation of MS Plates ( Complete Job)

P/F Mild Steel Round holding down bolts with nuts and washer plates complete 4 x 4 =16 x 33 Kg

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.TMT bars of grade Fe 500D or more 35.31 x 80= 2824.8 Kg